20220369 Ver 2_ePCN Application_20220804

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
3/7/2022
BIMS # Assigned* Version# *
20220369 2
Is a payment required for this project?*
0 No payment required
O Fee received
O Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
What amout is owed?*
0 $240.00
O $570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
la. Name of project:
Braxton Subdivision (formerly Cash Property)
la. Who is the Primary Contact?*
Sean Clark
lb. Primary Contact Email:*
[e-mail]
Date Submitted
8/4/2022
Nearest Body of Water
Cedar Creek
Basin
Tar -Pamlico
Water Classification
C; NSW
Site Coordinates
..........................................................................
Latitude:
36.0549
A. Processing Information
Longitude:
-78.4070
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Franklin
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
O Yes
O No
Please provide the date of the previous submission.*
3/7/2022
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
O Regional General Permit (RGP)
O Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
O Yes 0 No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
OO 401 Water Quality Certification - Regular
O Non-404 Jurisdictional General Permit
O Individual 401 Water Quality Certification
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
OYes C No
0 401 Water Quality Certification - Express
OO Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
0 Yes
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1h. Is the project located in any of NC's twenty coastal counties?
0 Yes • No
1j. Is the project located in a designated trout watershed?
Yes • No
B. Applicant Information
OYes 0O No
OYes 0O No
ld. Who is applying for the permit?
O Owner O Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Cash, Richard H., Jr.
2b. Deed book and page no.:
765/52
2c. Contact Person:

2d. Address
Street Address
7125 Peach Orchard Road
Address Line 2
City
Louisburg
Postal / Zip Code
27549
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kim Hamlin
4b. Business Name:
Sage Ecological Services, Inc.
4c. Address
Street Address
3707 Swift Drive
Address Line 2
City
Raleigh
Postal / Zip Code
27606
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
Ib. Subdivision name:
(if appropriate)
Braxton Subdivision
lc. Nearest municipality / town:
Louisburg
2. Project Identification
2a. Property Identification Number:
1873-56-2466, 1873-59-0183, 1874-50-9318,
1873-49-2325
2b. Property size:
208.98
2c. Project Address
Street Address
Located +/-0.5-mile east of the intersection of Mays Crossroads Road and Peach Orchard Road
Address Line 2
City State / Province / Region
Louisburg NC
Postal / Zip Code Country
27549 USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Cedar Creek
3b. Water Resources Classification of nearest receiving water: *
C; NSW
3c. What river basin(s) is your project located in?*
Tar -Pamlico

3d. Please provide the 12-digit HUC in which the project is located.
030201010401
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The Site is comprised of portions of eleven adjacent parcels. The Site contains a mix of open agricultural land, forested, undeveloped areas, and residential yards. A large portion of the
forested area was logged in the last decade per historic aerial imagery. Evidence of logging roads are present throughout the Site. The remaining forested areas contain a mix of
hardwoods and pines in the canopy. The topography of the Site ranges from a high point in the southeastern corner of the Site of +/- 375 feet above mean sea level (msl) in the
southwestern comer, to a low point of +/- 295 feet msl along the northeastern boundary where drainage A exits the Site. Surrounding areas are a mix of woodland, agricultural land, and
residences.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
a, Yes O No O Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2022-00092 NWP 29 issued on 5/26/2022 (seek a revised approval)
NCDWR #20220369 401 WQC and Buffer Impact Authorization issued on 5/13/2022 (seek revised approvals)
4f. List the total estimated acreage of all existing wetlands on the property:
5.36
4g. List the total estimated linear feet of all existing streams on the property:
3,586
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential subdivision with roads, driveways and utilities at the site, to help meet the housing need in the area.
The site plan was revised to eliminate a previously approved road crossing (EX-4) that accessed 4 lots.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Roads and lots were positioned to reduce impacts to streams and wetlands on the Site. The road crossings were designed to cross perpendicular to the jurisdictional feature. Construction
fencing will be used to define the construction corridor and prevent any accidental additional impacts, while silt fencing will be installed to provide additional protection from runoff.
Design changes were required to meet NCDOT Standards. These changes include replacing the dual 30" culverts with FES with a 48" culvert with wing walls at Impact EX-1 and replacing
the dual 72" pipes to a box culvert at Impact EX-3. Additionally, the previously approved road crossing at Impact EX-4 which previously accessed 4 lots was eliminated.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r,Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
O Preliminary O Approved 0 Not Verified 0 Unknown O N/A
Corps AID Number:
SAW-2022-00092
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
David Gainey, Kim Hamlin
Sage Ecological Services, Inc.
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
SAW-2022-00092 PJD concurrence received via email on 1/31/2022
NCDWR Buffer Determination Letter issued 1/11/2022 (NBRRO #21-427)
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
none expected
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
i Wetlands
Open Waters
v Streams -tributaries OO Buffers
0 Pond Construction
2. Wetland Impacts

2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
EX-2
Culvert - Road Crossing
P
Headwater Forest
WD
Yes
Both
0.011
(acres)
EX-2
TEmp Construction -
Road Crossing
T
Headwater Forest
WD
Yes
Both
0.001
(acres)
2g. Total Temporary Wetland Impact
0.001
2g. Total Wetland Impact
0.012
21. Comments:
Impact EX-2 has not changed from the previously approved original submittal.
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.011
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
EX-1 - Culvert - Road
Crossing
Permanent
Culvert
SAB
Perennial
Both
3
Average (feet)
41
(linear feet)
S2
EX-1 - Dewatering
Temporary
Dewatering
SAB
Perennial
Both
3
Average (feet)
5
(linear feet)
S3
EX-1 - Riprap
Permanent
Rip Rap Fill
SAB
Perennial
Both
3
Average (feet)
10
(linear feet)
S4
EX-3 - Culvert - Road
Crossing
Permanent
Culvert
SA
Perennial
Both
5
Average (feet)
104
(linear feet)
S5
EX-3 - Dewatering
Temporary
Dewatering
SA
Perennial
Both
5
Average (feet)
36
(linear feet)
S6
EX-3 - Riprap
Permanent
Rip Rap Fill
SA
Perennial
Both
5
Average (feet)
21
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
176
3i. Total stream and ditch impacts:
217
3i. Total temporary stream impacts:
41
3j. Comments:
Previous proposed permanent stream impacts totaled 284 LF (of which 26 LF were permanent - no loss impacts due to riprap pads) which required
mitigation. Current proposed permanent stream impacts total 176 LF, of which 31 LF are permanent - no loss impacts due to riprap pads. Permanent
stream impacts have been reduced to 145 LF; therefore, mitigation for these losses is no longer proposed.
The previously proposed stream impacts at Impact EX-4 are no longer proposed.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
❑i Neuse
❑ Catawba
❑ Goose Creek
❑ Other
❑ Tar -Pamlico
i❑ Randleman
❑ Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
SA-1 & SA-3 - Perpendicular Road Crossing -
Allowable Upon Authorization
P
SA
No
8,776
5,495
SA-2 & SA-4 - Perpendicular Road Crossing -
Allowable Upon Authorization
T
SA
No
428
284
6h. Total buffer impacts:
Zone 1
Zone 2

Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
428.00
Zone 1
8,776.00
Zone 1
9,204.00
284.00
Zone 2
5,495.00
Zone 2
5,779.00
6i. Comments:
Previously proposed permanent impacts in Zone 1 totaled 14,955 sf and in Zone 2 totaled 9,195 sf. Total overall proposed impacts previously totaled
16,056 sf in Zone 1 and 9,906 sf in Zone 2.
The previously proposed riparian buffer impacts at Impact EX-4 are no longer proposed.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Roads and lots were positioned to reduce impacts to streams and wetlands on the Site. The road crossings were designed to cross perpendicular to the
jurisdictional feature. Design changes were required to meet NCDOT Standards. These changes include replacing the dual 30" culverts with FES with a
48" culvert with wing walls at Impact EX-1 and replacing the dual 72" pipes to a box culvert at Impact EX-3. Additionally, the road crossing at Impact EX-
4 was eliminated.
Previous proposed permanent stream impacts totaled 284 LF (of which 26 LF were permanent - no loss impacts due to riprap pads) which required
mitigation. Current proposed permanent stream impacts total 176 LF, of which 31 LF are permanent - no loss impacts due to riprap pads. Permanent
stream impacts have been reduced to 145 LF; therefore, mitigation for these losses is no longer proposed.
Previously proposed permanent impacts in Zone 1 totaled 14,955 sf and in Zone 2 totaled 9,195 sf. Total overall proposed impacts previously totaled
16,056 sf in Zone 1 and 9,906 sf in Zone 2.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction fencing will be used to define the construction corridor and prevent any accidental, additional impacts. The Project will be phased so as to
prevent large areas of land disturbance that could contribute to sediment runoff into the streams and wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
O Yes n No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Current proposed permanent stream impacts total 176 LF, of which 31 LF are permanent - no loss impacts due to riprap pads. Permanent stream impacts have been reduced to 145 LF;
therefore, mitigation for these losses is no longer proposed.
Impacts to Riparian Buffers are below mitigation thresholds and are "Allowable Upon Authorization" per the Table of Uses.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) C"
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
• Yes 0 No
What type of SCM are you providing?
0 Level Spreader
O Vegetated Conveyance (lower SHWT)
O Wetland Swale (higher SHWT)
O✓ Other SCM that removes minimum 30% nitrogen
0 Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
0 Yes ® No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
0Yes ONo
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local govemment stormwater program?
O Yes O No
O N/A - project disturbs < 1 acre
3. Stormwater Requirements

3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause degradation of
downstream surface waters.*
• Stormwater Management Plan Antidegradation Calculations
Comments:
The applicant requests the 401 Certification approval be conditioned to require the stormwater management plan be approved before any approved impacts may be conducted.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes • No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
This is a stand alone project and not likely to be a catalyst for future development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
• Yes 0 No 0 N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Individual septic systems are proposed
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes • No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes • No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
0Yes ®No
• No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
® Yes 0 No
5g. Does this project involve bridge maintenance or removal?
0Yes ®No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes 0 No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
0 Yes 0 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage Program correspondence dated October 18, 2021.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA online Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)

7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
O Yes Co.) No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
There are nine historic properties located within 1.0 mile of the Site based on a query of the North Carolina State Historic Preservation Office (NCSHPO)
database. Six are listed as "Surveyed Only", two are listed as "Study List Property' and one is listed as "National Register Property". Figure 4 depicts the
locations of these properties in relation to the Site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
O Yes O No
8c. What source(s) did you use to make the floodplain determination?*
FEMA online FIRM panel 3720186200J effective 1/16/2004
Miscellaneous U
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Revised PCN - SAW-2022-00092 - Braxton Subdivision - 08-04-2022.pdf 2.19MB
File must be PDF or KMZ
Comments
Attached:
PCN Cover Letter
Revised Impact Maps
USAGE ORM Spreadsheet
Signature
Ri By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Kimberly Hamlin
Signature
Date
8/4/2022

SAGE
ECOLOGICAL
SERVICES
EST 111. 2016
August 4, 2022
US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Ms. April Norton
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
Re: Braxton Subdivision
Revised Request for NWP 29, GC 4526, & Riparian Buffer Authorization
Sage Project #2021.126
On behalf of Mr. Richard H. Cash (owner), please find attached a revised complete application and supplemental
information requesting written concurrence from the US Army Corps of Engineers (USACE) that the activities
associated with the proposed development of the Braxton Subdivision (Project) may proceed under Nationwide
Permit (NWP) 29 and General Certification 4256 (GC 4256). A Riparian Buffer Authorization is also requested.
Project Purpose and Location
The Project includes the construction of a single-family residential subdivision proposed to meet demand for
housing in the area. The +/-164-acre tract is located +/-0.5-mile east of the intersection of Mays Crossroads Road
and Peach Orchard Road The coordinates of 36.0549°N, 78.4070°W generally correspond to the center of the
Site.
Project Detail
The proposed Project consists of the construction of a single-family residential development with associated
driveways and utilities. Onsite sewer and water are proposed for the development.
Project History
A Nationwide Permit (NWP 29) was issued on May 26, 2022 (SAVV-2022-00092). A 401 Water Quality
Certification (WQC) and a Riparian Buffer Authorization were issued on May 13, 2022 (#20220369).
Design changes were required to meet NCDOT Standards on two of the road crossings at Impact EX1 and EX-
3. These changes include replacing the dual 30" culverts with FES with a 48" culvert with wing walls at Impact
EX-1 and replacing the dual 72" pipes to a box culvert at Impact EX-3. Additionally, the road crossing at Impact
EX-4 was eliminated. The proposed design for Impact EX-3 was not changed.
Project Impacts
Previous proposed permanent stream impacts totaled 284 LF (of which 26 LF were permanent - no loss impacts
due to riprap pads) which required mitigation. Current proposed permanent stream impacts total 176 LF, of which
31 LF are permanent - no loss impacts due to riprap pads. Permanent stream impacts have been reduced to 145
LF; therefore, mitigation for these losses is no longer proposed.
Previously proposed permanent impacts in Zone 1 totaled 14,955 sf and in Zone 2 totaled 9,195 sf. Total overall
proposed impacts previously totaled 16,056 sf in Zone 1 and 9,906 sf in Zone 2. Current proposed permanent
impacts in Zone 1 total 8,776 sf and in Zone 2 total 5,495 sf. Total overall proposed riparian buffer impacts are
now 9,204 sf in Zone 1 and 5,779 sf in Zone 2.
Braxton Subdivision Page 1 of 2

Avoidance and Minimization
Proposed permanent stream impacts were reduced by 108 LF. Total proposed Zone 1 riparian buffer impacts
were reduced by 6,852 sf. Total proposed Zone 2 riparian buffer impacts were reduced by 4,127 sf. The
previously proposed road crossing at Impact EX-4 has been eliminated.
Mitigation
Proposed wetland and stream impacts are below mitigation thresholds. Therefore, stream mitigation is no longer
being proposed for this project. Buffer impacts are considered "Allowable Upon Authorization" per the Table of
Uses.
If you have any questions, please call me at [phone].
Respectfully submitted:
�'
Kim mlin Sean Clark
a22141
Sage Ecological Services, Inc. Sage Ecological Services, Inc.
Attachments:
Pre -construction Notification (PCN) Application Form
Revised Impact Map
Revised USACE ORM Spreadsheet
Braxton Subdivision Page 2 of 2

LEGEND
420
VICINITY MAP
1" = 2000'
W
SS
W
SS
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. ROAD CENTERLINE
EX. MAJOR CONTOUR (10')
EX. MINOR CONTOUR (2')
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. FEMA FLOODPLAIN BOUNDARY
EX. WETLAND
PROP. PARCEL BOUNDARY
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. EASEMENT/BUFFER
PROP. WATER LINE
PROP. SANITARY SEWER
PROP. FIRE HYDRANT
PROP. SEWER MANHOLE
N/F
RICHARD B GILL 111
D.B. 829, PAGE 1
M.B. 2021 PAGE 54
PIN# 1873-39-9113
VIOLA LANE
(EX. 60' PUBLIC R/W)
N/F
CLEGHORN PROPERTIES, LLC
D.B. 1109 PG. 475
M.B. 1998, PG. 178
PIN 1874-41-3125
N/F
CLEGHORN PROPERTIES, LLC
NO DEED LISTED
PIN 1874-41-3034
N/F
CLEGHORN PROPERTIES, LLC
D.B. 1772 PG. 425
M.B. 1997, PG. 470
PIN 1874-40-3744
N/F
KATHY C. WALKER
D.B. 2203 PG. 13
M.B. 2019, PG. 367
PIN 1874-40-6551
N/F
VERNON DONALD COOKE
D.B. 2203 PG. 16
M.B. 2019, PG. 367
PIN 1874-40-8448
N/F
HANNAH ALLISON
& JUSTINALLISON
D.B. 2043 PG. 542
PIN 1874-40-4302
N/F
CHARLES R. WIGGINS
& CRYSTAL S. WIGGINS
D.B. 1356 PG. 504
PIN 1874-49-3893
N/F
RICHARD B. GILL 111
D.B. 829 PG. 1
PRF 3, SLIDE 175-A
PIN 1873-39-9029
N/F
JANIE R. MEIER
D.B. 872, PAGE 189-190
PRF 3, SLIDE 14
PIN 1873-47-3672
/
I
J
N/F
CYNTHIA A. CLEGHORN
D.B. 1109 PG. 475
M.B. 1998, PG. 178
PIN 1874-41-3246
N/F
HAROLD EDWARD WHEELER
D.B. 1259 PG. 1068
PIN 1874-52-4016
SEE SHEET EX-2
r
14
/ G SEE SHEET EX-1 -
I
/ I
/ I
1
1
/ 71 I
/ 1
/ 1
A
N/F
LUMPKIN AND LUMPKIN, LLC
D.B. 1257 PG. 974
M.B. 2010, PG. 115
PIN 1873-58-7785
N/F
t UMPKI-N AND LUMPKIN-ILC
D.B. 1257 PG. 974
M.B. 13, PG. 54
PIN 1873-68-0092
I/
J)
N/F
SHERYL FRIEDRICHS
& EDGAR M. FRIEDRICHS JR.
D.B. 1211 PG. 886
PRF 1, SLIDE 150
PIN 1874-60-2580
nraillgMMM
(
//Y
\
\
SEE SHEET EX-3
41 I I 36
\
\
40
) 38
J
N/F
JACQUELINE SMYERS
D.B. 1184 PG. 86
M.B. 1999, PG. 175
PIN 1874-61-9289
7
7
N
7
7
7
7
N/F
VICENT A. HUNTER
& HUNTER NOELLA R. CROTEAU
D.B. 1469 PG. 921
M.B. 1999, PG. 175
PIN 1874-60-8985
N/F
VICENT A. HUNTER
& HUNTER NOELLA R. CROTEAU
D.B. 1469 PG. 921
M.B. 2000, PG. 75
PIN 1874-60-9862
N/F
MARVIN MONTJOY
D.B. 1792 PG. 997
M.B. 2000, PG. 75
PIN 1874-60-9770
N/F
JACLYN LAURA RUFINO
& GIOVANNI RUFINO
D.B. 2096 PG. 470
M.B. 2000, PG. 75
PIN 1874-60-9326
\N/F
JEFFREY R. FITZPATRICK
\ & MARIA FITZPATRICK
D.B. 2223 PG. 1311
M.B. 2000, PG. 75
PIN 1874-60-8264
SEE SHEET EX-4
N/F
JOHN A MAACFADDEN
REVOCABLE TRUST
D.B. 1047 PG. 823
M.B. 1996, PG. 78
PIN 1873-79-3400
�J
N/F
LARRY DOUGLAS MEDLIN
& DONNA JEANS MEDLIN
D.B. 1750 PG. 370
PRF 3, SLIDE 70-A
PIN 1873-79-0034
N/F
JASON J. ZELINACK
D.B. 2082 PG. 717
M.B. 2000, PG. 75
PIN 1874-60-8083
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
■
■ 1
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
1
REVISE EX-1 AND EX-4
IMPACTS
7/14/2022
FLM
2
REMOVE UNUSED
WELLS SOUTH
OF LOT 39
7/28/2022
FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
300 150 0 300
SCALE: 1 INCH = 300 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
BRAXTON SUBDIVISION
FRANKLIN COUNTY, NC
DATE:
02-16-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21019
OVERALL KEY MAP
EX -KEY
SHEET 1 OF 5
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OHW
W
OHW
W
- 325 -
- 324 -
325 —
324
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
MEMMEM PROP. STORM SEWER
NIB
L_
NOTES
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON FEBRUARY 9, 2022
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,
MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION AND RETURN THE
GROUND SURFACE TO PRE -CONSTRUCTION ELEVATION.
6. RIP RAP STONE SHALL BE PRESSED INTO SOIL DURING
INSTALLATION SO THAT THE TOP OF THE DISSIPATER PAD IS FLUSH
WITH THE BOTTOM OF THE STREAM CHANNEL. RIP RAP ON SLOPES
MUST BE KEYED IN TO PREVENT EROSION OF SLOPE.
CALL 48 HOURS BEFORE
YOU DIG
IMPACT TABLE
STREAM
IMPACTS
TEMPORARY
PERMANENT
PERMANENT
(NO LOSS)
STREAM "SAB"
5 LF
41 LF
10 LF
A
NOIJ VAD1D
340
330-
320-
315
PROP. GRADE
EX. GRADE
PROP. WING WALL
(TYP.)
PROP. CULVERT TO BE BURIED 0.8'
(20% CULVER DIAMETER)
BELOW THE EXISTING STREAM BED (TYP.)
PROP. RIP RAP DISSIPATER.
SEE NOTE 6.
I
PROP. 48"
CLASS IV
RCP
CULVERT
I 340
— —330
PROP. GRADE
(4:1 SLOPE)
—320
W u-
EG: 328.53
U
LL
N
w
-0+50
0+00
STATION
315
1+00 1+30
CROSS SECTION A -A
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
6
6
v
i
G
\
PROP. 41 LF PERMANENT
n STREAM "SAB" IMPACT
PROP. SINGLE 48" CLASS IV RCP ������
CULVERTS WITH
HEAD WALLS,� o
000001101 011004411r. :471:4\ t SEE CROSS SECTION A -A
kEt
_- (THIS SHEET)w% ‘‘
vqqa.
\ 1
\\ 1
6 �IRS
i
6
i
i
i
N
0 9
EX. STREAM "SAB"
9
PROP. 5 LF TEMPORARY
STREAM "SAB" IMPACT
PROP. 10 LF PERMANENT "NO
LOSS" STREAM "SAB" IMPACT
(RIP RAP TO BE KEYED IN WITH
THE TOP OF RIP RAP AT THE
SAME ELEVATION OF EXISTING
STREAM BED)
cn
u-
i
cn
0
\
9 \\
\
\
IP
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
1
REVISE EX-1 AND EX-4
IMPACTS
7/14/2022
FLM
2
REMOVE UNUSED
WELLS SOUTH
OF LOT 39
7/28/2022
FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10 5
0 10
SCALE: 1 INCH = 10 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
BRAXTON SUBDIVISION
FRANKLIN COUNTY, NC
DATE:
02-16-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21019
IMPACT EXHIBIT
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
EX-1
SHEET 2 OF 5
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OHW
W
OHW
W
— 325 -
- 324 —
325
324
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
MEMMEM PROP. STORM SEWER
NIB
L_
NOTES
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON FEBRUARY 9, 2022
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,
MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION AND RETURN THE
GROUND SURFACE TO PRE -CONSTRUCTION ELEVATION.
6. RIP RAP STONE SHALL BE PRESSED INTO SOIL DURING
INSTALLATION SO THAT THE TOP OF THE DISSIPATER PAD IS FLUSH
WITH THE BOTTOM OF THE STREAM CHANNEL. RIP RAP ON SLOPES
IMPACT TABLE
TEMPORARY
PERMANENT
WETLAND
IMPACTS
WETLAND "WD"
42 SF
501 SF (WD-1)
/
/
/
/
/
/
/
ys g\s1
ys
NN '
y
S
PROP. 42" CLASS IV RCP CULVERT
WITH PRECAST HEADWALLS
CN
CULVERT TO BE SET AT DESIGN
N
GRADE. NOT TO BE BURIED.
\
/
/
1
PROP. TEMPORARY WETLAND "WD" IMPACT
(42 SQ. FT.)
/
/
/
/
/
yS
co
czo
/
40
07
07
PROP. PERMANENT WETLAND "WD" IMPACT
(501 SQ. FT.)
SF
LD
SF
SF
SF
LD
s
W
SF
W
to
\ M
CALL 48 HOURS BEFORE
YOU DIG
"miL
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
1
REVISE EX-1 AND EX-4
IMPACTS
7/14/2022
FLM
2
REMOVE UNUSED
WELLS SOUTH
OF LOT 39
7/28/2022
FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10 5 0 10
SCALE: 1 INCH = 10 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
BRAXTON SUBDIVISION
FRANKLIN COUNTY, NC
DATE:
02-16-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21019
IMPACT EXHIBIT
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
EX-2
SHEET 3 OF 5
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OHW
W
OHW
W
- 325 -
- 324 -
325
324
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
MEMMEM PROP. STORM SEWER
NIB
L_
NOTES
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON FEBRUARY 9, 2022
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,
MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION AND RETURN THE
GROUND SURFACE TO PRE -CONSTRUCTION ELEVATION.
6. RIP RAP STONE SHALL BE PRESSED INTO SOIL DURING
INSTALLATION SO THAT THE TOP OF THE DISSIPATER PAD IS FLUSH
WITH THE BOTTOM OF THE STREAM CHANNEL. RIP RAP ON SLOPES
MUST BE KEYED IN TO PREVENT EROSION OF SLOPE.
IMPERMEABLE
DIKE
WORK
AREA
BASE FLOW + 1'
(2' MIN.)
I I —III —I I I -III=
DIKE SECTION
WATER LEVEL
NOTES:
1. PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2. INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THE SECTION
REQUIRED TO INSTALL THE
PROPOSED STREAM CROSSING.
WHERE FEASIBLE, INSTALLATION OF
PERMANENT STREAM CROSSING
SHALL BE COMPELTED IN ONE DAY.
UPON COMPLETION OF THE
PERMANENT CROSSING, THE WORK
AREA SHALL BE SABILIZED, THE
PUMP AROUND REMOVED, AND THE
FLOW RESTORED TO THE CHANNEL.
WORK SHALL BE COMPLETED ONLY
DURING FORECAST PERIODS OF DRY
WEATHER.
IMPACT TABLE
06
< u Q
I- m 2
TEMPORARY
PERMANENT
PERMANENT
(NO LOSS)
STREAM "SA"
36 LF
104 LF
21 LF
ZONE I BUFFER (SA1 & SA2)
428 SF (SA2)
8,766 SF (SA1)
-
ZONE II BUFFER (SA3 & SA4)
284 SF (SA4)
5,495 SF (SA3)
-
NOI LVAD1E
300-
290—
PROP. GRADE
(4:1 SLOPE)
PROP. WING
WALL (TYP.)
EX. GRADE
I^--,� fN
i_ \ I
7\I 1I
11
PROP. BOX CULVERT INVERT TO BE
BURIED 1' BELOW THE EXISTING
STREAM BED (TYP.)
PROP. 10' x 7'
(SPAN x RISE)
BOX CULVERT
PROP. RIP RAP DISSIPATER.
SEE NOTE 6.
28280
0 0 N. N.
rn 6
ai ai ai ai
W PL N N N N W LLL LL
66 66
wu_ wu_
—300
—290
-0+50 0+00 1+00
STATION
CROSS SECTION B-B
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
1+50
STREAM
DIVERSION PUMP
INTAKE HOSE
FLOW
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
CLEAN WATER
IMPERVIOUS DIKE
(SEE DIKE SECTION)
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DEWATERING
PUMP
INTAKE HOSE
WORK AREA LENGTH
NOT TO EXCEED THAT
WHICH CAN BE COMPLETED
IN ONE DAY
PROP. IMPERVIOUS DIKE
DISCHARGE ONTO THE PROPOSED
OUTLET PIPE END SECTION,
WINGWALL, OR OTHER STABILIZED
AREA TO PREVENT CHANNEL
EROSION DOWNSTREAM
PUMP AROUND DETAIL
NO SCALE
FLOW
EX. 50' TAR-PAMLICO
RIVER BUFFER (TYP.)
BUFFER ZONE 1
(TYP.)
BUFFER ZONE 2 �a
(TYP.)
PROP. TEMPORARY
ZONE II IMPACT (SA4)
(67 SQ. FT.)
PROP. PERMANENT
ZONE II IMPACT (SA3)
(3,306 SQ. FT.)
Cn
dS
LL
Is
PROP. TEMPORARY
ZONE II IMPACT (SA4)
(66 SQ. FT.)
Cn
PROP. TEMPORARY ZONE I IMPACT (SA2)
(99 SQ. FT.)
PROP. 12 LF TEMPORARY
STREAM "SA" IMPACT
PROP. 21 LF PERMANENT "NO
LOSS" STREAM "SA" IMPACT
(RIP RAP TO BE KEYED IN WITH
THE TOP OF RIP RAP AT THE
SAME ELEVATION OF EXISTING
STREAM BED)
PROP. 104 LF PERMANENT
STREAM "SA" IMPACT
I
W �
S
'Soo
sA VA\HW19 VT......km"1:
----H
1:4,..
ILL-
9
PROP. 24 LF TEMPORARY tt‘t:t.
'STREAM "SA" IMPACT) 001 kat,
PROP. PERMANENT ZONE I IMPACT (SA1)
(4,867 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (SA2)
(127 SQ. FT.)
EX. STREAM "SA"
TOP OF STREAM
BANKS
PROP. TEMPORARY ZONE I IMPACT (SA2)
(122 SQ. FT.)
dS
1
PROP. 10' x 7' (SPAN X RISE) BOX
CULVERT WITH WINGWALLS
SEE CROSS SECTION B-B
(THIS SHEET)
SF -
SF -
LD LD
PROP. TEMPORARY
ZONE II IMPACT (SA4)
(69 SQ. FT.)
Cn
vV W
PROP. PERMANENT
_ _ _ ZONE II IMPACT (SA3)
(2,189 SQ. FT.)
SF -
LD
PROP. TEMPORARY
ZONE II IMPACT (SA4)
(82 SQ. FT.)
PROP. TEMPORARY ZONE I IMPACT (SA2)
(80 SQ. FT.)
PROP. PERMANENT ZONE I IMPACT (SA1)
(3,899 SQ. FT.)
SF
LD
SF
LC
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
■ ii`�
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
1
REVISE EX-1 AND EX-4
IMPACTS
2
REMOVE UNUSED
WELLS SOUTH
OF LOT 39
DATE BY
7/14/2022
7/28/2022
FLM
FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10
5
0
10
SCALE: 1 INCH = 10 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
BRAXTON SUBDIVISION
FRANKLIN COUNTY, NC
DATE:
02-16-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21019
IMPACT EXHIBIT
EX-3
SHEET 4 OF 5
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OHW
W
OHW
W
- 325 -
- 324 -
325
324
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
MEMMEM PROP. STORM SEWER
NIB
L_
NOTES
PROP. HEADWALL (HW)
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
PROP. TEMPORARY STREAM IMPACT
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON FEBRUARY 9, 2022
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY SAGE ECOLOGICAL SERVICES AND LOCATED BY CAWTHORNE,
MOSS & PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION AND RETURN THE
GROUND SURFACE TO PRE -CONSTRUCTION ELEVATION.
6. RIP RAP STONE SHALL BE PRESSED INTO SOIL DURING
INSTALLATION SO THAT THE TOP OF THE DISSIPATER PAD IS FLUSH
WITH THE BOTTOM OF THE STREAM CHANNEL. RIP RAP ON SLOPES
MUST BE KEYED IN TO PREVENT EROSION OF SLOPE.
IMPACT TABLE
STREAM &
BUFFER
IMPACTS
TEMPORARY
PERMANENT
PERMANENT
(NO LOSS)
STREAM "SB"
0 LF
0 LF
0 LF
ZONE I BUFFER
-
-
-
ZONE II BUFFER
-
-
-
tO
Sp
0 sP
SF
EX. STREAM "SB"
BUFFER ZONE 1
(TYP.)
BUFFER ZONE 2
(TYP.)
EX. 50' TAR-PAMLICO
RIVER BUFFER (TYP.)
\ SF
40
LD
SF
vs)
STREAM "SB"
NO LONGER IMPACTED
SF
vs)
SF
SF
co
k/
9/
co
CALL 48 HOURS BEFORE
YOU DIG
IP
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
1
REVISE EX-1 AND EX-4
IMPACTS
7/14/2022
FLM
2
REMOVE UNUSED
WELLS SOUTH
OF LOT 39
7/28/2022
FLM
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
10 5 0 10
SCALE: 1 INCH = 10 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
IMPACT EXHIBITS
BRAXTON SUBDIVISION
FRANKLIN COUNTY, NC
DATE:
02-16-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21019
IMPACT EXHIBIT
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
EX-4
SHEET 5 OF 5
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

Initially_Proposed_ Intally_Proposed_ Initially_Proposed_ Proposed_ Proposed_ Proposed_ Aumodzed_ Aumodzed_ Authorized
Amount_Units Length Width Amount Length Width Amount Length Width Amount Debits Notes
SAB EX-1 - Culvert - Road Crossing Discharge of fill matenal Rver/Stream YES Permanent FIII Area Square Feet 58 41
SAB EX-1-Dewatenng Other (Aquaculture,Work, Aerial or Submanne cable crossings) Rver/Stream NO Temporary FIII Area Square Feet ] 5
SAB EX-1 -Riprap Discharge of fill matenal Rver/Stream NO Permanent FIII Area Square Feet 6 10
SA EX-3-Culvert-Road Crossing Discharge of fill matenal Rver/Stream YES Permanent FIII Area Square Feet 99 104
SA EX-3-Dewatenng Other(Aquaculture, Work, Aerial or Submanne cable crossings) Rver/Stream NO Temporary FIII Area Square Feet 40 36
SA EX-3-Riprap Discharge of fill matenal Rver/Stream NO Permanent FIII Area Square Feet 21 21
SB EX-4-Culvert-Road Crossing Discharge of fill matenal Rver/Stream YES Permanent FIII Area Square Feet 95 0
SB EX-4-Dewatenng Other(Aquaculture, Work, Aerial or Submanne cable crossings) Rver/Stream NO Temporary FIII Area Square Feet 15 0
SB EX-4-Riprap Discharge of fill matenal Rver/Stream NO Permanent FIII Area Square Feet 5 0
WD EX-2-Culvert-Road Crossing Discharge of fill matenal Non -Tidal Wetland YES Permanent FIII Area Acres 0 011 0.011
WD EX-2-Temp Construction - Road Crossing Discharge of fill matenal Non -Tidal Wetland NO Temporary FIII Area Acres 0 001 0.001